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<br />e <br /> <br />, <br /> <br />e <br /> <br />e <br /> <br />LIST OF FIGURES (CON'T) <br /> <br />FIGURE <br /> <br />PAGE <br />87 <br /> <br />9.3 Typical Isohyetal Map <br />9,4 Simulated and Observed Hydrographs <br /> <br />~ <br />91 <br /> <br />9.5 Basin Subdivision <br /> <br />9,6 Regional Parameters <br /> <br />92 <br /> <br />9,7 Drainage Area-Discharge Relationships <br /> <br /> <br />10.1 Red Lion Creek Basin Study Area <br /> <br /> <br />10.2 Annual Flood Peak Frequency Data <br /> <br /> <br />10.3 Discharge-Frequency Data <br /> <br />97 <br /> <br />101 <br /> <br />1m <br />108 <br />l~ <br />110 <br />114 <br /> <br />10,4 Peak Discharge for Hypothetical Events <br /> <br />10,5 Peak Discharge vs Drainage Area <br />10.6 Mean Log Coefficient em for Annual Flood Peaks <br />10.7 Standard Deviation Coefficient Cs for Annual <br />Flood Peaks <br /> <br />115 <br /> <br />A,l Distribution of Rainfall Stations for NWS Storm <br />Data <br /> <br />A-3 <br />A-4 <br />A-lO <br />A-12 <br /> <br />A.2 Typical Isopluvial Map <br /> <br />A,3 Adjustment of Point Rainfall for Watershed Area <br />A.4 Partial and Annual Rainfall Series <br /> <br />A.5 Example of Arrangement of Hourly Rainfall Over a <br />24-Hour Period <br /> <br />A-13 <br /> <br />A,6 Rainfall Value for the Study Area <br />(Northeast Corner of Texas Panhandle) <br /> <br />A-15 <br /> <br />A.7 Depth-Duration Relationship for Study Area <br />(Northeast Corner of Texas Panhandle) <br /> <br />A-16 <br /> <br />A,8 Rainfall Depth for 2-yr Return Interval, 6-hr <br />Duration for Example (Davis, California) <br /> <br />A.9 Rainfall Depth-Duration Relationship for Example <br />(Davis, California) <br /> <br />A.lO Index Rainfall for Standard Project Storm <br /> <br />A-18 <br /> <br />A-20 <br />A-22 <br /> <br />vii <br />